Submittal 10 - Base and Sand 2024-02-08 UAJ REVIEWSAND 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:2/5/2024
ITEM VENDOR SIZE DESCRIPTION
1.Superior Ready-Mix N/A Recycled Base Sand
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 - Base and Sand Submittal
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 Product Information
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 10:57 AM PST
SMARA 91-33-0063
Plant Dillon Rd Contractor: Hitchcock Construction Dillon
Material Type Recycled Base Job: Buttercup lane & Foxtail circle, La Quinta Stock Pile
Date 3/23/2022 Tested By Robert Cuevas
Jon Roessler
TABLE A:SSPWC Cal Trans Specs
SIEVE ANALYSIS (ASTM C136), percent passing
Sieve Size MAT WEIGHT % PASSING (1)(2)
1-1/2"0 100 100 ----
1"0 100 100 100
3/4"287.3 94 85-100 90-100 87-100
1/2"1021.1 80 ------
3/8"1333.9 74 55-75 ----
#4 2220.8 57 35-60 35-60 30-65
#8 113.3 44 ------Sieve Size Course Base Fine
#16 208.6 34 ------3/4"90 94 100
#30 305.2 23 10-30 10-30 5-35 #4 35 57 60
#50 393.5 14 ------#30 10 23 30
#100 459.6 6 ------#200 2 3.1 9
#200 487.7 3.1 2-9 2-9 0-12
SE 25 #REF!35
SA WET WT 540
Sand
Equivalent 35 25 22 Min
SA DRY WT 516
TEST RESULTS
SE WET WT 5415.8
SE DRY WT 5170
DIFF 245.8
%MOIST 4.7544
Sand Equivalent: 72
Durability Index:41
R-Value:77
COMMENTS: Maximum density 121.8 pcf @ 11% optimum moisture
Dillon RD.
Indio, Ca
PHONE: 760-801-6421
Material Source
Sample From
Sampled by:
Operating
Range
Contract
ComplianceGreenbook
3/4"#4 #30 #200 SE
Course 90 35 10 2 25
Base 94 57 23 3.1 0
Fine 100 60 30 9 35
0
20
40
60
80
100
120
Class II Cal Trans Operating Range Results
Test Results
SMARA 91-33-0063
Plant Dillon Contractor: Hitchcock Construction Dillon
Material Type SE 30 Fill Sand Job: Buttercup lane & Foxtail circle, La Quinta Stock Pile
Date 2/12/2022 Tested By Robert Cuevas
Jon Roessler
TABLE A:
SIEVE ANALYSIS (ASTM C136), percent passing
Sieve Size MAT WEIGHT % PASSING
1-1/2"0 100 100
1"0 100 90-100
3/4"0 100
1/2"0 100
3/8"1.7 100
#4 4 99 50-100
#8 86.8 83 Sieve Size Course Base Fine
#16 210.1 58 3/4"90 100 100
#30 305.2 39 25-55 #4 35 99 60
#50 377.8 25 #30 10 39 30
#100 429.6 14 #200 2 8.3 9
#200 458.8 8.3 5-18
SE 30 Min.SE 25 #REF!35
SA WET WT 500
SA DRY WT 497
SE WET WT 1013.4
SE DRY WT 1003.2
DIFF 6
%MOIST 1.0100
Sand
Equivalent 68
COMMENTS:
35905 Dillon Rd
Indio CA 92202
Phone: 760 690-5701
Material Source
Sample From
Sampled by:
SSPWC 200-
2.7.2
3/4"#4 #30 #200 SE
Course 90 35 10 2 25
Base 100 99 39 8.3 0
Fine 100 60 30 9 35
0
20
40
60
80
100
120
Test Results