Summary for Test 2026-07-31-83-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000709
DEA: 041Y6904
EFIS: 0423000015
DIST-CO-RTE-PM04-ALA,ALA-92-14.4/18.8
Award Date12/01/2025
Closeout DateNot set
Work DescriptionALAMEDA & SAN MATEO HAYWARD TRESTLE REPAIR AND HIGH RISE PIER REPAIR.
Location DescriptionALAMEDA AND SAN MATEO COUNTIES AT VARIOUS LOCATIONS FROM 7.0 MILES WEST OF TOLL PLAZA TO 0.2 MILE WEST OF TOLL PLAZA
QA Service Level1 (Verified on 04/10/2025)

Sample Information

Sample Taken Date07/31/2026 Sample Unique Key83
Date that the sample was received by the laboratory/organization performing the testing07/31/2026 Sample typeQuality Control
A brief description of the sample1 Bag The quantity of what the sample constitutes3/8", WCS
From where was the sample collectedJob Site First name of sampler or witnessed byBrent
Last name of sampler or witnessed byVan-Y Title of samplerQC Field Technician
Telephone number of sampler Laboratory sample identification08S905E8SI Set 1
Linked DIME Sample ID The fabricator/manufacturer/facility nameGraniterock - Redwood City
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameSan Mateo Bridge
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-01-0010
The fabricator's/manufacturer's product name for the sampleSet 1 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number08S905E8SI Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2026-07-31-83
DIME Test ID: 2026-07-31-83-5
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-10-08

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Valentin Gonzalez
Date of test: 08/01/2026
Sieve SizeCumulative Percent Passing
100 %
92 %
14 %
3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/8/2026 ✔