Catcus Flower Submittal - CompleteCONCRETE AND ASPHALT SUBMITTAL
LANDSCAPE CONTRACTOR:
Conserve LandCare
72265 Manufacturing Road
Thousand Palms, CA 92276
Ph. 760-343-1433
Fx. 760-343-0433
CLIENT:
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
PROJECT:
La Quinta Landscape Improvements – Cactus Flower
10224094
MATERIAL LIST
Project:La Quinta Landscape Improvements – Cactus Flower
Contractor:Conserve LandCare
Date Submitted:2/12/2024
ITEM VENDOR SIZE DESCRIPTION
1. Hi-Grade Materials Co. N/A Concrete Mix Design
2. Mitsubishi Concrete Corp. N/A Certificate of Test
3. Aragon Geotechnical, Inc. N/A Washed Concrete Sand
4. Martin Marietta N/A Ashpalt Concrete Mix Design
SUPPLIER CONTACT INFORMATION
1. Hitchcock Construction INC. Tanner Hitchcock – (909) 261-9573
10180 Victoria St,
Rancho Cucamonga, CA 91701
Project: 1208 Cactus Flower
ButterCup Lane
La Quinta , California 92253
Submittal #1.0 - AC and Concrete Submittals
Revision 0 Submittal Manager Tanner Hitchcock (H.L. Hitchcock Construction)
Status Open Date Created Feb 5, 2024
Issue Date Feb 5, 2024 Spec Section
Responsible
Contractor
H.L. Hitchcock Construction Received From Tanner Hitchcock (H.L. Hitchcock Construction)
Received Date Submit By Feb 5, 2024
Final Due Date Feb 19, 2024 Lead Time 4 day(s)
Location Type
Approvers Nicholas Peru (Conserve Landcare Inc.)
Ball in Court Nicholas Peru (Conserve Landcare Inc.)
Distribution
Description
Submittal Workflow
Name Sent Date Due Date Returned Date Response Attachments
General Information
Attachments
Nicholas Peru Feb 19, 2024 Pending
Page 1 of 1 Printed On: Feb 5, 2024 09:12 AM PST
Submittal for Concrete Mix Design Number:560C3250
Psi 1.0"0.58 wcr Slump
CONTRACTOR:HL Hitchcock Construction PROJECT:Catus Flower
10180 Victoria Street
Rancho Cucamonga, California
ATTENTION:Tanner Hitchcock
MATERIAL:
Cement: Sks.
Fly Ash:"F"
1.5" Agg.:
1.0" Agg.:
3/8" Agg.:
W/C Sand:
Water:Gal.
Air %
Totals:
ADMIXTURE:
Density:Cementitious Properties:W/(C+P):
146.3 PCF (Plastic)Sk/Cu. Yd.0.58 By Wt.
Replacement 6.54 Gal/Sack
SIZE:Agg%:2.0"1.5"1.0"3/4"3/8"#4 #8 #16 #30 #50 #100 #200 F.M.
1.5"0%100%99%23%1%1%7.99
1.0"45%100%100%99%65%7%3%2%7.23
3/8"10%100%100%100%100%95%19%4%2%5.80
WCS 45%100%100%100%100%100%100%88%65%40%19%7%1.8%2.81
COMB 100%100%100%100%84%58%48%41%29%18%9%3%0.8%5.10
Cementitious Materials:Aggregates:Admixtures:
Cement:ASTM C-150 Type II/V Coarse Agg.:Hi-Grade Materials Co., Indio GCP Applied Technologies
Fly Ash:N/A Fine Agg.:Hi-Grade Materials Co., Indio
MIX USE:
DESIGN METHOD:2021 SSPWC 201-1.1.2 by class 560-C-3250
REMARKS: PLEASE FORWARD ALL STRENGTH DATA TO HI-GRADE MATERIALS QC MANAGER
Shyden@robar.com
PREPARED BY:
0
---
325
1382
303
8.34
5.21
1379
0.0%
Primary Aggregate Gradation (% Passing U.S. Standard Sieve):
Physical Properties:
Site Work
1.50% --- 0.41
27.00 3949
February 1,2024
Date:Quality Control Manager
Material Sources:
Shawn Hyden
Shawn Hyden
5.96
39.0
0.00
0.0%2.66
45.0%
2.30
2.65
1.00
10.0%2.62
45.0%2.66
1.85
8.34
3.155.96
0.00
2.85
WWII Veteran Owned
To place an order, please call (760) 244-5700 Since 1955
Pump / PlaceAggregate
ABS.VOL.
0
SP.GR.
CONCRETE MIX DESIGN FOR 1 CUBIC YARD (SSD BASIS)
La Quinta, California
0.0%
CU.FT.LBS.
BATCH WT.
560
3250 4.0" +/- 1.0"
HI-GRADE MATERIALS CO.
72470 Varner Road - Thousand Palms, California 92284
38050 Monroe Street - Indio, California 92203
Buttercup Lane & Foxtail Circle
MITSUBISHI CEMENT CORPORATION
CERTIFICATE OF TEST
Portland Cement - Type I, II, II (MH) & V Date: 01/23/2024
Source: Cushenbury Plant, 5808 State Highway 18, Lucerne Valley, CA 92356
ASTM designation: C 150 - 16 for Type I, II, II (MH) & V low alkali Cement Production Period
CALTRANS Specification: Section 90 – 2.01 for Type II modified and V (2006) From: 12/01/2023
Specification: Section 90 – 1.02B(2) (2015)
NDOT Specification: Section 701 - 03.01 for Type II and V To: 12/31/2023
AZDOT Specifications Subsection 1006-2.01 for Type II and V
Chemical Composition: ASTM C-150 Limits Test
Type I Type II Type V Results
Silicon Dioxide (SiO2), % ---- ---- ---- Min. 20.7
Aluminum Oxide (Al2O3), % ---- 6.0 ---- Max. 4.1
Ferric Oxide (Fe2O3), % ---- 6.0 ---- Max. 3.7
Calcium Oxide (CaO), % ---- ---- ---- 64.0
Magnesium Oxide (MgO), % 6.0 6.0 6.0 Max. 2.2
Sulfur Trioxide (SO3), % 3.0 3.0 2.3 Max. 2.3
Loss on Ignition (LOI), % 3.5 3.5 3.5 Max. 2.3
Insoluble Residue 1.5 1.5 1.5 Max. 0.6
Total Alkali (%Na2O + 0.658 * %K2O) 0.60 0.60 0.60 Max. 0.47
Tricalcium Silicate (C3S), [b] % ---- ---- ---- 55
Tricalcium Aluminate (C3A), [b] % ---- 8 5 Max. 5
C4AF + 2*C3A [b] ---- ---- 25 Max. 20
C3S + 4.75*C3A [b] ---- 100 ---- Max. 77
CO2, % ---- ---- ---- 1.5
Limestone, % 5.0 5.0 5.0 Max. 3.9
CaCO3 Limestone Purity, % 70 70 70 Min. 86
PHYSICAL RESULTS:
Blaine Fineness (m2/kg) 260 / --- 260 / 430 260 / --- Min / Max 390
325 Mesh (% Passing) ---- ---- ---- 98.6
Autoclave Expansion (%) 0.80 0.80 0.80 Max. 0.05
Time of Set Initial Vicat (minutes) 45 / 375 45 / 375 45 / 375 Min / Max 120
Air Entrainment (% Volume) 12 12 12 Max. 8.1
C1702 Heat of Hydration at 7 Days (J/g) ---- ---- ---- [a] 342
False Set, % 50 50 50 Min. 92
Color, (L value) ---- ---- ---- 56
Compressive Strength Test: Type I Type II Type V MPA PSI
MPA psi MPA psi MPA psi
1 Day ---- ---- ---- ---- ---- ---- 14.3 2070
3 Day 12.0 1740 10.0 1450 8.0 1160 Min. 25.9 3750
7 Day 19.0 2760 17.0 2470 15.0 2180 Min. 33.9 4920
28 Day Nov 2023 ---- ---- ---- ---- 21.0 3050 Min. 42.0 6090
This cement has been sampled and tested in accordance with ASTM standard methods and procedures. All
test results are certified to comply with the type specification designated above. No other warranty is made or
implied. We are not responsible for improper use or workmanship. The MCC laboratory is AASHTO accredited. [a]
For information only. [b] Adjusted per ASTM C150 A1.6.
MITSUBISHI CEMENT CORPORATION
Cushenbury plant
Evan Coss
Quality Control Manager
MITSUBISHI CEMENT CORPORATION
CERTIFICATE OF TEST
Source: Cushenbury Plant Portland Cement - Type I, II, II (MH) & V Date: 01/23/2024
ASTM designation: C 150 - 16 for Type I, II, II (MH) & V low alkali Cement Production Period
CALTRANS Specification: Section 90 – 2.01 for Type II modified and V (2006) From: 12/01/2023
Specification: Section 90 – 1.02B(2) (2015)
NDOT Specification: Section 701 – 3.01 for Type II and V To: 12/31/2023
AZDOT Specifications Subsection 1006-2.01 for Type II and V
Additional Data
Limestone Addition
% Addition: 3.9
SiO2 (%) 7.7
Al2O3 (%) 2.3
Fe2O3 (%) 0.2
CaO (%) 48.1
SO3 (%) 0.7
Base Cement Phase Composition
C3S 57
C2S 17
C3A 5
C4AF 11
We certify that the above described data represents the material used in the cement manufactured during the
production period indicated.
MITSUBISHI CEMENT CORPORATION
Cushenbury plant
Evan Coss
Quality Control Manager
Subject:
8. Sodium Sulfate Soundness (ASTM C88)
Aragón Geotechnical, Inc. (AGI) proudly presents the results of laboratory tests performed on Washed Concrete
Sand. The sample was sampled by an employee of Hi-Grade Materials on April 26, 2023 and received by our
laboratory on April 28, 2023. Per your request the following tests were performed:
1. Sieve Analysis (ASTM C117/C136)
SUMMARY OF LABORATORY RESULTS
Hi-Grade Materials
Attn: Mr. Paul Johnson
Quality Control Manager
17671 Bear Valley Road
2. Specific Gravity (ASTM C127)
Respectfully Submitted,
Luis Arguello III, M.S., E.I.T.
Project Engineer/Manager
The laboratory results are included on the next page of this transmittal. AGI trusts that this report will meet your
current needs. If you should have any questions, please do not hesitate to contact us.
3. Durability Index (ASMT D3744)
4. Sand Equivalent (ASTM D2419)
5. Organic Impurities (ASTM C40)
6 Clay Lumps & Friable Particles (ASTM C142)
7. Lightweight Pieces in Aggregate (ASTM C123)
C. Fernando Aragón, P.E., G.E.
Principal Engineer
Sample ID 23-1936, Washed Concrete Sand (WCS)
Dear Mr. Johnson,
C33 Annual Qualification Testing - Indio Quarry
Hesperia, California 93345
Project Name:
Lab No.:23-1936
Project No: Sampled By: Report Date:May 19, 2023
Client:Date of Sampling:
Information Provided by Laboratory Technician X
X
Tested By: Date Received:4/26/23
Location Sampled: Date Tested:4/26/23 to 5/19/23
Specifications: Source:Indio Quarry
Sample Description:
Reviewed by:
Unless otherwise noted, material was sampled in accordance with ASTM D75 by the client.Remarks:
Project Engineer/Manager
Date:
Report of Aggregate Laboratory Testing
Indio Quarry - Annual C33 Qualification
38050 Monroe Street
Indio, CA 92203
4482-TR Client
Preparation and Wash Method Used B - Wetting Agent Oven Dry Preparation
Modified Air Dry Preparation
Miguel Robles / Eric Doerschlag / Cesar Lopez / Francisco Frias
Hi-Grade Materials April 26, 2023
17671 Bear Valley Road
Hesperia, California 93345
A - Plain Water Moist Preparation
Stockpile
ASTM C33 Fine Aggregate
Washed Concrete Sand
Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this
report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole
reproduction without the consent of the client is prohibited. AGI makes no representation or opinion to origin or composition of the above material.
Remarks: No modifications made to test method, followed exact test procedure.
May 19, 2023
Luis Arguello III, MS, EIT
All materials were sampled and tested per the project approved documents.
All materials tested met project approved plans & specifications.
All materials tested did not meet project approved plans & specifications.
Page 2 of 2
Subject:
Aragón Geotechnical, Inc. (AGI) proudly presents the results of laboratory tests performed on 3/8" Aggregate (ASTM
C33 No. 8 Rock). The sample was sampled by an employee of Hi-Grade Materials on April 26, 2023 and received by
our laboratory on April 28, 2023. Per your request the following tests were performed:
1. Sieve Analysis (ASTM C117/C136)
SUMMARY OF LABORATORY RESULTS
Hi-Grade Materials
Attn: Mr. Paul Johnson
Quality Control Manager
17671 Bear Valley Road
2. Specific Gravity (ASTM C127)
Respectfully Submitted,
Luis Arguello III, M.S., E.I.T.
Project Engineer/Manager
The laboratory results are included on the next page of this transmittal. AGI trusts that this report will meet your
current needs. If you should have any questions, please do not hesitate to contact us.
3. Cleanness Value (Cal Test 227)
4. Los Angeles Abrasion (ASTM C131)
5. Clay Lumps & Friable Particles (ASTM C142)
6. Lightweight Pieces in Aggregates (ASTM C123)
7. Sodium Sulfate Soundness (ASTM C88)
C. Fernando Aragón, P.E., G.E.
Principal Engineer
Sample ID 23-1935, 3/8" Aggregate (ASTM C33 No. 8 Rock)
Dear Mr. Johnson,
C33 Annual Qualification Testing - Indio Quarry
Hesperia, California 93345
Project Name:
Lab No.:23-1935
Project No: Sampled By: Report Date:May 19, 2023
Client:Date of Sampling:
Information Provided by Laboratory Technician X
X
Tested By: Date Received:4/26/23
Location Sampled: Date Tested:4/26/23 to 5/19/23
Specifications: Source:Indio Quarry
Sample Description:
Reviewed by:
Unless otherwise noted, material was sampled in accordance with ASTM D75 by the client.Remarks:
Project Engineer/Manager
Date:
Report of Aggregate Laboratory Testing
Indio Quarry - Annual C33 Qualification
38050 Monroe Street
Indio, CA 92203
4482-TR Client
Preparation and Wash Method Used B - Wetting Agent Oven Dry Preparation
Modified Air Dry Preparation
Miguel Robles / Eric Doerschlag / Cesar Lopez / Francisco Frias
Hi-Grade Materials April 26, 2023
17671 Bear Valley Road
Hesperia, California 93345
A - Plain Water Moist Preparation
Stockpile
ASTM C33 No. 8 Rock
3/8-in. Aggregate
Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this
report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole
reproduction without the consent of the client is prohibited. AGI makes no representation or opinion to origin or composition of the above material.
Remarks: No modifications made to test method, followed exact test procedure.
May 19, 2023
Luis Arguello III, MS, EIT
All materials were sampled and tested per the project approved documents.
All materials tested met project approved plans & specifications.
All materials tested did not meet project approved plans & specifications.
ASTM/CTM
Standards
Used
% Passing
ASTM C33
Specifications
(No. 8 Rock)
Pass / Fail
2" 50.0 mm 100 --- ---
1 1/2" 37.5 mm 100 --- ---
1" 25.0 mm 100 --- ---
3/4" 19.0 mm 100 --- ---
1/2" 12.5 mm 100 100 Pass
3/8" 9.5 mm 95 85 - 100 Pass
#4 4.75 mm 19 10 - 30 Pass
#8 2.36 mm 4 0 - 10 Pass
#16 1.18 mm 2 0 - 5 Pass
#30 1 --- ---
#50 1 --- ---
#100 1 --- ---
#200 0.5 --- ---
ASTM/CTM
Standards
Used
Result
ASTM C33
Specifications
(No. 8 Rock)
Pass / Fail
8.1% --- ---
33.6% 50% Max. Pass
ASTM C142 0.2% 3.0% Max. Pass
2.597 --- ---
2.617 --- ---
2.650 --- ---
0.8% --- ---
CTM 227 97 --- ---
ASTM C88 0.6% 12.0% Max. Pass
ASTM C123 0.0% 0.5% Max. Pass
REPORT OF SIEVE ANALYSIS
REPORT OF AGGREGATE QUALITIES
Sieve Size
Test Description
LA Abrasion @ 100 Revs
Cleanness Value
Sodium Sulfate Soundness (5 cycles)
Lightweight Particles [Coal & Lignite]
(Zinc Chloride)
ASTM C117 /
ASTM C136
ASTM C131
ASTM C127
LA Abrasion @ 500 Revs
Clay Lumps & Friable Particles
Specific Gravity (Oven Dry)
Specific Gravity (SSD)
Specific Gravity (Apparent)
Absorption
Page 2 of 2
Subject:
1. Sieve Analysis (ASTM C117/C136)
SUMMARY OF LABORATORY RESULTS
Hi-Grade Materials
Attn: Mr. Paul Johnson
Quality Control Manager
17671 Bear Valley Road
2. Specific Gravity (ASTM C127)
Respectfully Submitted,
Luis Arguello III, M.S., E.I.T.
Project Engineer/Manager
The laboratory results are included on the next page of this transmittal. AGI trusts that this report will meet your
current needs. If you should have any questions, please do not hesitate to contact us.
3. Cleanness Value (Cal Test 227)
4. Los Angeles Abrasion (ASTM C131)
5. Clay Lumps & Friable Particles (ASTM C142)
6. Lightweight Pieces in Aggregates (ASTM C123)
7. Sodium Sulfate Soundness (ASTM C88)
C. Fernando Aragón, P.E., G.E.
Principal Engineer
Dear Mr. Johnson,
Aragón Geotechnical, Inc. (AGI) proudly presents the results of laboratory tests performed on 1.0" Aggregate (ASTM
C33 No. 5 Rock). The sample was sampled by an employee of Hi-Grade Materials on April 26, 2023 and received
by our laboratory on April 28, 2023. Per your request the following tests were performed:
C33 Annual Qualification Testing - Indio Quarry
Sample ID 23-1934, 1.0" Aggregate (ASTM C33 No. 5 Rock)
Hesperia, California 93345
Project Name:
Lab No.:23-1934
Project No: Sampled By: Report Date:May 19, 2023
Client:Date of Sampling:
Information Provided by Laboratory Technician X
X
Tested By: Date Received:4/26/23
Location Sampled: Date Tested:4/26/23 to 5/19/23
Specifications: Source:Indio Quarry
Sample Description:
Reviewed by:
Unless otherwise noted, material was sampled in accordance with ASTM D75 by the client.Remarks:
Project Engineer/Manager
Date:
Report of Aggregate Laboratory Testing
Indio Quarry - Annual C33 Qualification
38050 Monroe Street
Indio, CA 92203
4482-TR Client
Preparation and Wash Method Used B - Wetting Agent Oven Dry Preparation
Modified Air Dry Preparation
Miguel Robles / Eric Doerschlag / Cesar Lopez / Francisco Frias
Hi-Grade Materials April 26, 2023
17671 Bear Valley Road
Hesperia, California 93345
A - Plain Water Moist Preparation
Stockpile
ASTM C33 No. 56 Rock
1.0-in. Aggregate
Testing was performed by qualified personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The tests performed and in this
report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole
reproduction without the consent of the client is prohibited. AGI makes no representation or opinion to origin or composition of the above material.
Remarks: No modifications made to test method, followed exact test procedure.
May 19, 2023
Luis Arguello III, MS, EIT
All materials were sampled and tested per the project approved documents.
All materials tested met project approved plans & specifications.
All materials tested did not meet project approved plans & specifications.
Page 2 of 2
Project:
Location:
Contract No.:
Contractor:
Quoted by:
Bin 4 Bin 3 Bin 2 Bin 1 MF RAP
3/4"1/2"3/8"FA BH Dust RAP
0.00 18.00 21.00 60.00 1.00 0.00 100.0 5.8 5.8%
0.0 17.0 19.9 56.7 1.0 0.0 94.5 5.5 5.5%
0 340 397 1134 19 0 1890 110
Bin 4 Bin 3 Bin 2 Bin 1 MF RAP COMBINED MIN - MAX
37.5-mm 1-1/2"100 100 100 100 100 100
25.0-mm 1"100 100 100 100 100 100
19.0-mm 3/4"100 100 100 100 100 100 100
12.5-mm 1/2"97 100 100 100 100 99 95 - 100
9.5-mm 3/8"18 94 100 100 96.0 84 75 - 90
4.75-mm No. 4 1 13 99 100 59.3 63 50 - 67
2.36-mm No. 8 2 79 100 38.0 49 35 - 50
1.18-mm No. 16 51 100 27.3 32
600-µm No. 30 34 100 20.7 21 15 - 30
300-µm No. 50 19 100 14.7 12
150-µm No. 100 11 100 10.0 8
75-µm No. 200 6 99 6.6 4.6 4 - 7
147.2 (2.359)
153.8 (2.465)
4.3%
time of design testing. Adjustments may be 41
made during production to maintain 77
8
36
100
1/2" Type III C2
2021 Greenbook Section 203-6.5.4
Martin Marietta Materials
PO Box 23420
San Diego, CA 92193
www.martinmarietta.com
% Total Weight of Mix:
Andrew Suarez
Martin Marietta Materials
Respectfully Submitted:
Target by Weight of Dry Agg:
Target by Weight of Total Mix:
Hveem Stability:35 Minimum
ASPHALT CONTENT PERCENTAGES
SIEVE SIZE
PLANT BIN PERCENTAGES AND WEIGHTS
Total Agg Total Oil
Bin
Aggregate Size
Sr. QC Manager
Coachella BATCH PLANT
ASPHALT CONCRETE JOB MIX FORMULA
Date:
Mix Type:
Cactus Flower
La Quinta
HL Hitchcock
Coachella Valley Aggregates
Specification:
MIN - MAX
MIX ID: 41242170
Asphalt Grade:
Aggregate Source:
% Dry Weight of Aggregate:
02.09.24
pcf (g/cc)
pcf (g/cc)
4.0% Target
45 Minimum
PG 70-10
1 Ton Total Weights:
Individual
Test
Moving
Average
89 - 100
70 - 94
44 - 72
30 - 54
100
50 Minimum
52 Maximum
% Crushed Particles (Coarse 3F):
L. A. Abrasion 500 Rev:
15 Maximum
2 - 10
10 - 34
conformance to the specifications.
NOTE: The bin percentages presented above
are based on the aggregate gradations at the
L. A. Abrasion 100 Rev:
Lab Compacted Bulk Density:
Maximum Theoretical (Rice) Density:
% Air Voids:
Sand Equivalent: