Summary for Test 2026-08-11-6-3

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1001372
DEA: 09374504
EFIS: 0918000017
DIST-CO-RTE-PM09-INY-395-56.8/57.4,57.9/R58.3
Award Date09/19/2025
Closeout DateNot set
Work DescriptionCONSTRUCT SIDEWALK, CURB RAMPS, AND DRAINAGE.
Location DescriptionINYO COUNTY AT AND NEAR LONE PINE FROM TEYA ROAD TO EAST INYO STREET AND FROM BEGOLE STREET TO EAST LUBKEN AVENUE
QA Service Level1 (Verified on 08/06/2025)

Sample Information

Sample Taken Date08/11/2026 Sample Unique Key6
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 testing08/11/2026
Sample typeQuality Assurance A brief description of the sample1 bag of 3/4” avg base
The quantity of what the sample constitutes3/4” agg base stockpile From where was the sample collectedJob Site
First name of sampler or witnessed byDylan Last name of sampler or witnessed byCarapazza
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCHC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)CHC STOCKPILE
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 collectedCHC STOCKPILE Lone Pine
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-08-11-6
DIME Test ID: 2026-08-11-6-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-08-12

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/12/2026
Cumulative Mass RetainedCumulative Percent Passing
5210.7 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
71.5 grams99 %
871.0 grams83 %
1538.4 grams71 %
2883.5 grams45 %
483.4 grams
170.4 grams29 %
248.6 grams22 %
309.3 grams16 %
364.3 grams11 %
407.8 grams7 %
439.4 grams4.1 %
443.3 grams
General comments (publicly viewable) (Max 1000 characters): Class II AB Blend 03

Test was verified on 8/12/2026