Summary for Test 2019-07-30-11-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214032
DEA: 09378604
EFIS: 0918000080
DIST-CO-RTE-PM09-KER-58-R128.9/R135.1
Award Date05/13/2019
Closeout Date12/02/2019
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date07/30/2019 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing08/06/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R25 The quantity of what the sample constitutesJMF 9 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byWilliam
Last name of sampler or witnessed byLucas Title of sampler
Telephone number of sampler Laboratory sample identification0468A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Little Rock
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)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample1468
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-30-11
DIME Test ID: 2019-07-30-11-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-08-22

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Jose Guzman
Date of test: 08/10/2019
Sieve SizeCumulative Percent Passing
100 %
100 %
100 %
100 %
100 %
100 %
100 %
100 %
76 %
57 %
43 %
33 %
24 %
16 %
10 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 8/22/2019 ✔