Summary for Test 2020-12-01-6-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
QA Service Level1 (Verified on 11/06/2020)

Sample Information

Sample Taken Date12/01/2020 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 testing12/04/2020
Sample typeAcceptance A brief description of the sample 3/4" HMA-A-SP R25 0.8%Dry Lime
The quantity of what the sample constitutes1 Bag of Coldfeed Aggregate, 1 Bag Combined Lime Treated Agg. From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Construction Company Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0683A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Co Littlerock Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-19-0046, 91-19-0008
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number13554 A detailed description of where the material sample was collectedBelt Cut at Granite Littlerock
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number4 HMA Design ID

Test Details

DIME Sample ID: 2020-12-01-6
DIME Test ID: 2020-12-01-6-9
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-12-30

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 12/09/2020
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:99 %
Cumulative percent passing the #4 sieve:78 %
Cumulative percent passing the #8 sieve:58 %
Cumulative percent passing the #16 sieve:46 %
Cumulative percent passing the #30 sieve:36 %
Cumulative percent passing the #50 sieve:26 %
Cumulative percent passing the #100 sieve:17 %
Cumulative percent passing the #200 sieve:10 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 12/30/2020