Summary for Test 2020-07-23-33-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214805
DEA: 044Q1604
EFIS: 0419000353
DIST-CO-RTE-PM04-CC-4-R32.7/R34.0
Award Date05/04/2020
Closeout Date09/25/2020
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND BRENTWOOD FROM 0.2 MILE WEST OF LONE TREE WAY UNDERCROSSING TO SAND CREEK BRIDGE
QA Service Level1 (Verified on 05/19/2020)

Sample Information

Sample Taken Date07/23/2020 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testingNot set Sample typeVerification
A brief description of the sample3/4" RWMA-G Aggregate The quantity of what the sample constitutes2 bags of aggregate
From where was the sample collectedSource First name of sampler or witnessed byCTInspectorIArechiga
Last name of sampler or witnessed byCTInspectorIArechiga Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Vernails
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)91-39-0041::VERNALIS WEST & EAST PROPERTIES
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 collectedAutomatic Sampling Device @ Plant
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: 2020-07-23-33
DIME Test ID: 2020-07-23-33-1
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-05

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: Reza Deneli
Date of test: 07/29/2020
Cumulative Mass RetainedCumulative Percent Passing
5029.0 grams
grams %
0.0 grams100 %
0.0 grams100 %
50.0 grams99 %
969.8 grams80.7 %
1766.3 grams64.9 %
3735.2 grams25.7 %
286.3 grams11.1 %
369.8 grams6.8 %
405.5 grams5 %
431.4 grams3.7 %
461.6 grams2.1 %
483.0 grams1.03 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/5/2020 ✔