Print Report | Back to Sample Detail

Sample Record for 2023-09-24-17

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215336 DEA: 051G9804 EFIS: 0516000009 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-1-10.0/16.8
Work Description: RHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS.
Location Description: SAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH.
Contractor Name: CALPORTLAND CONSTRUCTION
Contractor Address: 1625 E DONOVAN RD, SANTA MARIA, CA 93454
Resident Engineer: ALBERT REED Structure Rep.: Sal Heredia

Sample Information

DIME Sample ID: 2023-09-24-17
TL Number from the TL Form: C230924A
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 09/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2023
The quantity of what the sample constitutes: Up to 750 Tons
A brief description of the sample: 3/4" coldfeed
From where was the sample collected: Supplier
Laboratory sample identification: 230924A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland-Garey

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-42-0014
The fabricator's/manufacturer's product name for the sample: .75in coldfeed
The fabricator/manufacturer designation for the sample: L1SL3
The plant number: Calportland Garey
A detailed description of where the material sample was collected: Belt Discharge
Where the material sample would have been placed if not sampled: HWY 1 Pismo Beach
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 3
Aggregate Mix Number: D1321F215
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-09-24-17-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/09/2023
Date Tested: 10/24/2023
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: Sieve analysis L1 SL3
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 94 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 66 %
Cumulative percent passing the #4 sieve 43 %
Cumulative percent passing the #8 sieve 32 %
Cumulative percent passing the #16 sieve 25 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.3 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-09-24-17-1AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)10/09/2023Not scheduledSalvador Lopez-ZamoraCT D05 - San Luis Obispo District LaboratoryBinder content for L1 SL1 3/4 inch HMA-A