Summary for Test 2021-09-20-63-9

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214700
DEA: 030F2804
EFIS: 0312000069
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Award Date01/21/2021
Closeout Date08/21/2023
Work DescriptionDillard Overcrossing and McConnel Overhead
Location DescriptionHwy 99, Elk Grove, CA
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date09/20/2021 Sample Unique Key63
Date that the sample was received by the laboratory/organization performing the testing09/30/2021 Sample typeVerification
A brief description of the sample3/4" Virgin Aggregate The quantity of what the sample constitutesBags of Aggregate
From where was the sample collectedSupplier First name of sampler or witnessed byJ
Last name of sampler or witnessed byCotten Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Construction Company -- Bradshaw Plant
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)91-34-0060::VINEYARD SOUTH
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 collectedBelt Feed
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 NumberNot set

Test Details

DIME Sample ID: 2021-09-20-63
DIME Test ID: 2021-09-20-63-9
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-12-28

Test Results


What type of gradation is being tested?: HMA 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?: No
Input Type: Calculated
Tester's full name: Mario Munoz
Date of test: 10/04/2021
Cumulative Percent Passing
%
100 %
100 %
99 %
81 %
63 %
37 %
23 %
16 %
11 %
6 %
3 %
2 %
General comments (publicly viewable) (Max 1000 characters): JMF21-042

Test was verified on 12/28/2021 ✔