Summary for Test 2020-11-12-40-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213835
DEA: 051F7404
EFIS: 0514000049
DIST-CO-RTE-PM05-MON-101-R28.0/R30.6
Award Date04/03/2019
Closeout Date08/23/2021
Work DescriptionPLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY.
Location DescriptionMONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING
QA Service Level1 (Verified on 02/18/2019)

Sample Information

Sample Taken Date11/12/2020 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing03/29/2021 Sample typeDispute Resolution
A brief description of the sample3/4 HMA L1, SL1 The quantity of what the sample constitutes2 bags
From where was the sample collectedJob Site First name of sampler or witnessed byD
Last name of sampler or witnessed byWood Title of samplerTET
Telephone number of sampler Laboratory sample identification21-HMA-0046
Linked DIME Sample ID The fabricator/manufacturer/facility nameSPM Avenal
Transportation Laboratory (TL) NumberC979428 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)na
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 collectedProduction Paving
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-11-12-40
DIME Test ID: 2020-11-12-40-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-04-01

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: Measured
Tester's full name: Bang Nguyen
Date of test: 04/01/2021
Cumulative Mass RetainedCumulative Percent Passing
6319.3 grams
grams %
0.0 grams100 %
0.0 grams100 %
97.2 grams98.5 %
906.0 grams85.7 %
1644.0 grams74 %
2884.2 grams54.4 %
178.9 grams38.9 %
341.7 grams24.8 %
436.3 grams16.6 %
494.5 grams11.6 %
532.0 grams8.4 %
563.3 grams5.64 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/1/2021 ✔