Summary for Test 2026-08-10-32-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1001645
DEA: 051R1004
EFIS: 0523000125
DIST-CO-RTE-PM05-SLO, -1-32.6
Award DateNot set
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT, HMA, AND RSP PROTECTION.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR MORRO BAY AT TORO CREEK BRIDGE
QA Service Level1 (Verified on 11/03/2025)

Sample Information

Sample Taken Date08/10/2026 Sample Unique Key32
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing08/10/2026
Sample typeAcceptance A brief description of the sample770RMR3810 Aggregate
The quantity of what the sample constitutes8/10/26 Pour - 770RMR3810 CIDH From where was the sample collectedManufacturer
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byChezem
Title of samplerCT Tester Telephone number of sampler
Laboratory sample identification260810-1 770RMR3810 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland - San Luis Obispo Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name8/10/26 CIDH Pour Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-40-0013
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number770RMR3810 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-08-10-32
DIME Test ID: 2026-08-10-32-3
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-08-11

Test Results


What size aggregate is being tested?: Fine 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: Measured
Tester's full name: Kyle Engen
Date of test: 08/10/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
512 grams
0.0 grams100 %
5.9 grams99 %
47.3 grams91 %
111.8 grams78 %
225.8 grams56 %
383.9 grams25 %
475.9 grams7 %
499.3 grams2 %
499.3 grams
General comments (publicly viewable) (Max 1000 characters): Sand Gradation

Test was verified on 8/11/2026